## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |

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Page 20

Long waves can carry small high frequency waves far from z = 0 where the linear

to second order accuracy through a perturbation expansion of the

Long waves can carry small high frequency waves far from z = 0 where the linear

**equations**are valid . ... model of the sea surface in**equation**( 1 ) can be extendedto second order accuracy through a perturbation expansion of the

**equations**of ...Page 304

( 47 ) for ú " ( z , t ) , exact solutions can be developed for computing the time -

domain integrals in

coefficients { A " - Y ( z ) 0 , V . " } and { B . + y ( 260 , U1 " } . Similar concepts can

be also ...

( 47 ) for ú " ( z , t ) , exact solutions can be developed for computing the time -

domain integrals in

**equations**( 48 ) and ( 49 ) , as functions of the Fouriercoefficients { A " - Y ( z ) 0 , V . " } and { B . + y ( 260 , U1 " } . Similar concepts can

be also ...

Page 371

CIRIA ' S

is base safety factor . Based on this ... In these

becomes ten times larger the acceptable failure probability is decreased to 1 / 5 .

CIRIA ' S

**equation**is of CIRIA ' S Jarger , intal value redundancy of structure , Bois base safety factor . Based on this ... In these

**equations**, if the potential lossbecomes ten times larger the acceptable failure probability is decreased to 1 / 5 .

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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage defined dependent depth determined developed direction distribution dynamic effect element Engineering environmental equation estimate evaluated event example expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection International limit load loss maintenance maximum mean measured Mechanics method motion normal obtained offshore operational parameters peak performed period pipe pipeline platform possible predicted present probability probability of failure procedure production random range relative reliability represents response return period riser risk safety ship shown shows simulation spectral spectrum statistical storm strength stress structure surface Table theory typical ultimate uncertainties variables wave height wind